鋼構(gòu)件理論重量表

1、鋼筋重量表鋼筋扁鋼方鋼方管工字鋼槽鋼型鋼H型鋼圓鋼具體算法直徑乘以直徑乘0.006165國家標(biāo)準(zhǔn) 商家默認(rèn)標(biāo)準(zhǔn)：直徑乘以直徑乘0.00617圓鋼規(guī)格重量表規(guī)格截面面積重量kg/m3.59.620.075412.570.098519.630.1545.523.760.1875.624.630.193628.270.2226.331.170.2456.533.180.260738.480.3027.544.180.347850.270.395963.630.4991078.540.6171195.030.74612113.100.88813132.701.0414153.901.2115176.7

2、01.3916201.101.5817227.001.7818254.502.0019283.502.2320314.202.4721346.402.7222380.102.9824452.403.5525490.903.8526530.904.1728615.804.8330706.905.5532804.206.3134907.907.13二螺紋鋼10然后平方再乘以0.617kg/m理論重量具體算法可以采用直徑除以 鋼筋理論重量：9-0.499kg/m 10-0.617kg/m 12-0.888kg/m 14-1.21kg/m 16-1.58kg/m 18-2.00kg/m 20-2.47

3、kg/m 22-2.98kg/m 25-3.85kg/m 28-4.83kg/m 32-6.31kg/m 40-9.87kg/m三其他鋼材理論重量計(jì)算的計(jì)量單位為公斤kg根本公式：W重量，kg=F斷面積mm2L長度，mXp 密度，g/cm3 X1/10001. 鋼筋理論重量計(jì)算：每米的重量Kg二鋼筋的直徑mmX鋼筋的直徑mmX 0.0061712含12以下和 28含28的鋼筋一般小數(shù)點(diǎn)后取三位數(shù)，14至25鋼 筋一般小數(shù)點(diǎn)后取二位數(shù)2. 鋼材理論重量計(jì)算簡式【材料名稱/理論重量 W kg/m】a. 扁鋼、鋼板、鋼帶 ： W0.00785 X寬X厚b. 方鋼： W0.00785 X邊長2c. 圓

4、鋼、線材、鋼絲： W 0.00617 X直徑2d. 鍍鋅類鋼材：V掃原理論重量X1 .06e. 鋼管： V0.02466 X壁厚外徑-壁厚f .等邊角鋼： V 0.00785 X邊厚2邊寬-邊厚g. 不等邊角鋼： V 0.00785 X邊厚長邊寬+短邊寬-邊厚h. 工字鋼： V 0.00785X腰厚高+f腿寬-腰厚i :槽鋼： V 0.00785 X腰厚高+e腿寬-腰厚 備注1. 角鋼、工字鋼和槽鋼的準(zhǔn)確計(jì)算公式很繁，表列簡式用于計(jì)算近似值2. f值：一般型號與帶a的為3.34，帶b的為2.65，帶c的為2.263. e值：一般型號與帶a的為3.26，帶b的為2.44，帶c的為2.244. 各

5、長度單位均為毫米，鋼的密度為：7.85g/cm3.各種鋼材理論重量計(jì)算公式如下：【名稱單位/計(jì)算公式/符號意義/計(jì)算舉例】a. 盤條圓鋼kg/m： W=0.006165Xdxdd=直徑mm求直徑為100mm勺圓鋼，求每m重量每 m重量=0.006165 x 1002 =61.65kgb. 螺紋鋼kg/m： W=0.00617Xdxd4=斷面直徑mm求斷面直徑為12mm勺勺螺紋鋼，求每 m重量每 m重量=0.00617 x 122 =0.89kgc. 方鋼kg/m： W=0.00785X ax a求邊寬為20mm勺方鋼，求每m重量每 m重量=0.00785 x 202 =3.14kgd. 扁鋼k

6、g/m： W=0.00785X bx db=邊寬 mm d=ff mm求邊寬為40mm厚5mm的扁鋼，求每m重量每 m重量=0.00785 x 40x 5=1.57kge. 六角鋼kg/m： W=0.006798x sx ss=對邊距離mm求對邊距離為50mm的六角鋼，求每m重量每 m重量=0.006798 x 502 =17kgf .八角鋼kg/m： W=0.0065X s x ss=對邊距離mm求對邊距離為80mm勺八角鋼，求每m重量每 m重量=0.0065 x 802 =41.62kgg.等邊角鋼kg/m： W=0.00785X d2b- d+0.215 R2- 2r2b=邊寬，d=邊厚

7、，R=M半徑，r=端弧半徑求20mnx 4mn等邊角鋼的每m重量從冶金產(chǎn)品目錄中查出 4mnx 20mm等邊角鋼的R=3.5，r=1.2，那么每m重量=0.00785 x 4 x 2x 20 - 4+0.215 x 3.52 - 2x 1.2 2=1.15kgh.不等邊角鋼kg/m： W=0.00785X dB+b- d+0.215 R2- 2r2 B*邊寬，匕=短邊寬，d=邊厚，只=弧半徑，r=端弧半徑 求30mnx 20mnx 4mn不等邊角鋼的每 m重量從冶金產(chǎn)品目錄中查出30x 20x 4不等邊角鋼的R=3.5，r=1.2，那么每m重量=0.00785 x 4 x 30+20- 4+0

8、.215 x 3.52 - 2x 1.2 2=1.46kgi .槽鋼kg/m： W=0.00785X hd+2tb-d+0.349R2- r2 h=高，b=腿長，d=腰厚，t=平均腿厚，R=M半徑，r=端弧半徑求 80mm< 43mM 5mm的槽鋼的每 m重量從冶金產(chǎn)品目錄中查出該槽鋼 t=8 , R=8, r=4，那么每 m重量=0.00785 X 80 X5+2X 8X 43 - 5+0.349 X 82 - 42=8.04kg j .工字鋼kg/m： W=0.00785X hd+2t b-d+0.615 R2 - r2h=高，b=腿長，d=腰厚，t=平均腿厚，只=弧半徑，r=端弧半

9、徑求 250mnX 118mrX 10mm的工字鋼每 m重量從金屬材料手冊中查出該工字鋼 t=13 , R=10, r=5，那么每m重量=0.00785 X 250X 10+2X 13X 118- 10+0.615 X 102 -52=42.03kgk.鋼板kg/m2： W=7.85X dd=厚度求厚度4mm的鋼板，求每n2重量每 n2 重量=7.85 X 4=31.4kgl .鋼管包括無縫鋼管與焊接鋼管kg/m： W=0.02466X S D- S D=外徑，S=壁厚求外徑為60mm壁厚4mm的無縫鋼管，求每m重量 每 m重量=0.02466 X 4X6 -4=5.52kg工字鋼規(guī)格重量表工

10、字鋼 型號尺寸mn截面面積 cm2重量kg/m高腿寬腹厚10100684.514.311.212120745.017.814.014140805.521.516.916160886.026.120.518180946.530.624.120A2001007.035.527.920B2001029.039.531.122A2201107.542.033.022B2201129.546.436.424A2401168.047.737.424B24011810.052.641.227A2701228.554.642.827B27012410.560.047.130A3001269.061.248.0

11、30B30012811.067.252.730C30013013.073.457.436A36013610.076.359.936B36013812.083.565.636C36014014.090.771.240A40014210.586.167.640B40014412.594.173.840C40014614.510280.1槽鋼規(guī)格重量表槽鋼 型號尺寸mn截面面積cm2重量kg/m高腿長腰厚550374.56.935.446.565404.88.546.70880435.010.248.0410100485.312.7410.0012120535.515.3612.0614A14058

12、6.018.5114.5314B140608.021.3116.7316A160636.521.9517.2316B160658.55.1519.7420A200737.028.8322.6320B200759.032.8325.7730A300857.543.8934.4530B300879.549.5936.1630C3008911.555.8943.81熱軋輕型工字鋼尺寸與理論重量規(guī)格型號尺寸理論重量高度腿寬腰厚10100554.59.4612120644.811.514140734.913.716160815.015.918180905.118.418a1801005.119.9202

13、001005.221.020a2001105.222.7222201105.424.022a2201205.425.8242401155.627.324a2401255.629.4272701256.031.527a2701356.033.9303001356.536.530a3001456.539.2333301407.042.2363601457.548.6404001558.056.1454501608.665.2505001709.576.85555018010.389.86060019011.1104.06565020012.0120.07070021013.0138.070a700

14、21015.0158.070b70021017.5184.0熱軋8#輕型工字鋼尺寸與重量據(jù) YB(T)65-87規(guī)格型號尺寸理論重量高度腿寬腰厚880504.57.52計(jì)算公式 W(kg/m)=0.00785*腰厚*高+f*(腿寬-腰厚f值：一般型號與帶a的為3.34，帶b的為2.65，帶c的為2.26熱軋普通工字鋼尺寸與理論重量規(guī)格型號尺寸理論重量高度腿寬腰厚10100684.511.26112.6126745.014.22314140805.516.8916160886.020.51318180946.524.14320a2001007.027.92920b2001029.031.0692

15、2a2201107.533.07022b2201129.536.52425a2501168.038.10525b25011810.042.03028a2801228.543.49228b28012410.547.88832a3201309.552.71732b32013211.557.74132c32013413.562.76536a36013610.060.03736b36013812.065.68936c36014014.071.34140a40014210.567.59840b40014412.573.87840c40014614.580.15845a45015011.580.42045

16、b45015213.587.48545c45015415.594.5550a50015812.093.65450b50016014.0101.50450c50016216.0109.35456a56016612.5106.31656b56016814.5115.10856c56017016.5123.90063a63017613.0121.40763b63017815.0131.29863c63018017.0141.189計(jì)算公式：W(kg/m)=0.00785*腰厚*高+f*(腿寬-腰厚f值：一般型號與帶a的為3.34，帶b的為2.65，帶c的為2.26熱軋輕型槽鋼尺寸與理論重量規(guī)格型號尺

17、寸理論重量高度腿寬腰厚550324.44.846.565364.45.90880404.57.0510100464.58.5912120524.810.4014a140624.913.3014140584.912.3016160645.014.2016a160685.015.3018180705.116.3018a180745.117.4020200765.218.4020a200805.219.822220825.421.022a220875.422.624240905.624.024a240955.625.827270956.027.7303001006.531.8333301057.03

18、6.5363601107.541.9404001158.048.3計(jì)算公式w(kg/m)=0.00785*腰厚*高+e*(腿寬-腰厚e值：一般型號與帶 a的為3.26，帶b的為2.44，帶c的為2.24熱軋普通槽鋼尺寸與理論重量規(guī)格型號尺寸高度腿寬腰厚理論重量550374.55.4386.363404.86.634880435.08.04510100485.310.00712.6126535.512.31814#a140586.014.53514#b140608.016.73316#a160636.517.24016#b160658.519.75418#a180687.020.17418#b1

19、80709.023.00020#a200737.022.63720#b200759.025.77722#a220777.024.99922#b220799.028.45325#a250787.027.41025#b250809.031.33525#c2508211.035.26028#a280827.531.42728#b280849.535.82328#c2808611.540.21932#a320888.038.08332#b3209010.043.10732#c3209212.048.13136#a360969.047.81436#b3609811.053.46636#c36010013

20、.059.11840#a40010010.058.92840#b40010212.565.20840#c40010414.571.488熱軋等邊角鋼尺寸與理論重量型號尺寸(mm)長度(m)理論重量(kg/m)邊寬邊厚2203 43-90.889/1.1452.5253 43-91.124/1.4593303 43-91.373/1.7863.6363 4 53-91.656/2.163/2.6544403 4 53-91.852/2.422/2.9764.5453 4 5 63-62.088/2.736/3.369/3.9855503 4 5 64-122.332/3.059/3.770/4.4655.6563 4